17 February 2017

kttam

Text Box

17 February 2017

ROADWORKS

AT WEST KOWLOON

Environmental Monitoring and Audit Report No. 67

January 2017

MTR Corporation Limited Road Works at West Kowloon


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EXECUTIVE SUMMARY

This is the 67th

monthly Environmental Monitoring and Audit (EM&A) Report presenting the

EM&A works undertaken during the period from 1 to 31 January 2017 for the Road Works at

West Kowloon (hereinafter referred to “the Roadworks” or “the Project”) in accordance with

the EM&A Manual and the requirement under EP-366/2009/A.

Air Quality

Air quality monitoring was conducted for 24-hour Total Suspended Particulates (TSP) at

three (3) air quality monitoring locations in the vicinity of Works Area in West Kowloon in

the reporting month.

Please refer to the section “Environmental Complaints/Exceedance/Non-compliance/

Summons and Prosecution” below for the exceedances in air quality in the reporting month.

Air-borne Noise

Air-borne noise was measured in terms of Leq(30min)dB(A) with L10 and L90 measurements as

reference at three (3) noise monitoring locations in the vicinity of Works Area in West

Kowloon currently in the interval of once every week since one of the noise monitoring

locations has been temporarily suspended since objection has been received from the OC of

Sorrento.

Please refer to the section “Environmental Complaints/ Exceedance/ Non-compliance/

Summons and Prosecution” below for the air-borne noise exceedances in the reporting

month.

Environmental Audits

In this reporting month, regular site inspections attended by representative from MTRCL and

Contractors were carried out at 810A, 810B and 811B at West Kowloon. In addition to the

regular site inspections, IEC environmental audits attended by IEC, MTRCL and Contractors

were held on monthly basis. Issues observed during these inspections and audits were

detailed in Section 6.

Environmental Complaints / Exceedance / Non-compliance / Summons and Prosecution

For the reporting month, no environmental complaint related to the Roadworks was referred

from EPD. Complaint investigations would be conducted in accordance with the complaint

handling procedure in the EM&A Manual when receive.



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No exceedance of both air-borne noise Action and Limit Levels was recorded in the reporting

month.

No exceedance of both 24-hour TSP Action and Limit Levels was recorded in the reporting

month.

No environmental incident/event related to Roadworks was recorded during the reporting

period. Besides, in the reporting period, no summons, no non-compliances and no

prosecutions was received related to the Roadworks by MTRCL and/or the Contractors of

810A, 810B and 811B.

Works for Coming Month

The construction works were continued in the reporting month of January 2017 and the major

works for the following month were summarized in Table 8-1. Impact monitoring has been

continued in the reporting month with reference to the EM&A Manual.

Further Environmental Key Issues

Air quality impact and air-borne noise at the affected sensitive receivers shall continue in the

following month. Considering the nature of construction activities, key environmental

issues in the coming months include the followings:

• Disposal of C&D waste;

• Dust generation from site activities;

• Noise impact from operating equipment;

• Site water discharge; and

• Chemical wastes.

Reporting Changes

In the reporting period, there were no reporting changes.



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Table of Contents

Executive Summary ................................................................................................................... 1

1. Introduction ......................................................................................................................... 4

2. Project Information ............................................................................................................. 5

3. Environmental Status .......................................................................................................... 6

4. Summary of EM&A Requirement ...................................................................................... 8

5. Monitoring Result ............................................................................................................. 12

6. Site Inspection................................................................................................................... 14

7. Non-Compliance and Deficiency...................................................................................... 16

8. Future Key Issues.............................................................................................................. 17

9. Conclusions ....................................................................................................................... 18

List of Appendices

Appendix A Works Area

Appendix B Project Management Organization and Contacts of Key Personnel

Appendix C Implementation Status

Appendix D Monitoring Locations

Appendix E Monitoring Schedule

Appendix F Graphical Plots of Monitoring Results

Appendix G Meteorological Data

Appendix H Calibration Certificate of Sound Level Meter



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1. INTRODUCTION

1.1 Project Background

In April 2008, the Government of Hong Kong Special Administrative Region

(HKSAR) requested MTR Corporation Limited (MTRCL) to proceed with further

planning and design of the Hong Kong section of the Guangzhou-Shenzhen-Hong Kong

Express Rail Link, which runs from the West Kowloon Terminus (WKT) to the

boundary at Huanggang.

Upon the opening of the WKT of Express Rail Link (XRL) and the development of the

West Kowloon Cultural District (WKCD), additional road traffic capacity and network

restructuring would be required through and within the West Kowloon Reclamation

Area (WKRA). Roads namely D1A, D1, Lin Cheung Road – Austin Road West

Underpass and upgrading of Austin Road West would be used to accommodate the

anticipated increase in road traffic.

1.2 Coverage

This is the 67th

monthly Environmental Monitoring and Audit (EM&A) Report

presenting the EM&A works undertaken during the period from 1 to 31 January 2017

for the Road Works in accordance with the EM&A Manual and the requirement under

Environmental Permit No. EP-366/2009/A which was issued on 18 June 2012.



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2. PROJECT INFORMATION

2.1 Project Management Organisation and Management Structure

The project management organisation chart and contact of key personnel are shown in

Appendix B.

2.2 Construction Activities

This report marked the 67th

month of civil construction in Works Area in West

Kowloon for January 2017. It is anticipated that the civil construction be completed in

year 2018. The updated construction activity is provided in Section 8. Major

construction activities undertaken in the reporting month is summarized in the

following table.

Contract Major Construction Activities

810A Cable detection and trial trench; Backfilling; Excavation; Trimming of

concrete footing; Temporary road diversion; Pump test; Construction of Lin

Cheung Road (LCR) Lower Underpass Base and Wall; Noise panels

installation works and painting works

810B Sheet piling, Drainage work and Road diversion

811B Road works at Lin Cheung Road (LCR) southbound (S/B) and under Public

Transport Interchange (PTI) landscape deck (LD); Remedial drainage works

after Jordan Road Reinstatement; LCR Underpass northbound (NB) (northern

section) sheetpile pressing at pump sump, excavation and reinforced concrete

(RC) works; LCR drainage works

Table 2-1 Major construction activities in the reporting month (January 2017)



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3. ENVIRONMENTAL STATUS

3.1 Status of Implementation of mitigation measures

Environmental mitigation measures recommended in the EIA report were implemented

and their implementation status is summarized in Appendix C.

3.2 Status of Submissions under EP

A summary of the submissions submitted under the EP for this Project as at 31 January

2017 is presented in Table 3-1 below:

EP-366/2009/A

Clause No.

Document Title Status

3.4 Monthly Environmental

Monitoring and Audit Report

(December 2016)

Submitted on 13 January 2017

Table 3-1 Summary of the status of submissions submitted under the EP in the reporting month

3.3 Status of Permit/License/Notifications

A summary of the status of permits, licences and notifications on the environmental

protection made, applied or approved under this Project during the previous and

reporting month is presented in Table 3-2 below. The Environmental Permit No.

EP-366/2009/A issued by EPD was used for the Road Works under the XRL project.



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Item Item Description Application Date Permit Status

Contract 810A

1. Construction Noise Permit (plant

mobilization and steel frame delivery)

24 Nov 2016 Granted on 5 Dec 2016

Permit No. GW-RE1162-16, valid from 5 Dec 2016 to 15 Feb 2017

2. Construction Noise Permit (general) 23 Dec 2016 Granted on 12 Jan 2017

Permit No. GW-RE0011-17, valid from 14 Jan 2017 to 7 Jul 2017

Contract 810B

1. Construction Noise Permit (general) 5 Sep 2016 Granted on 19 Sep 2016

Permit No. GW-RE0911-16, valid from 11 Oct 2016 to 10 Apr 2017

2. Construction Noise Permit (for noise

mitigation deck)

18 Nov 2016 Granted on 5 Dec 2016

Permit No. GW-RE1174-16, valid from 7 Dec 2016 to 7 Jan 2017

3. Construction Noise Permit (for noise

mitigation deck)

30 Dec 2016 Granted on 12 Jan 2017

Permit No. GW-RE0005-17, valid from 16 Jan 2017 to 28 Feb 2017

Contract 811B

1. Construction Noise Permit (general) 30 Dec 2016 Granted on 12 Jan 2017

Permit No. GW-RE0025-17, valid from 14 Jan 2017 to 10 Jul 2017

2. Construction Noise Permit (for removal

of portal at Footbridge 14 over Lin

Cheung Road)

10 Jan 2017 Granted on 20 Jan 2017

Permit No. GW-RE0040-17, valid from 22 Jan 2017 to 28 Feb 2017

3. Construction Noise Permit (for plant

mobilization)

11 Nov 2016 Granted on 23 Nov 2016

Permit No. GW-RE1124-16, valid from 25 Nov 2016 to 24 May 2017

Table 3-2 Summary of the status of permits, licences and notifications made, applied and approved under this Project during the reporting month



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4. SUMMARY OF EM&A REQUIREMENT

4.1 Air Quality

4.1.1 Air Quality Parameters

In accordance to the EM&A Manual, 24-hour Total Suspended Particulates (TSP)

levels were measured at three (3) air monitoring locations in accordance with the

EM&A Manual. Monitoring was undertaken at each monitoring location once per every

6 days. Information such as date of monitoring, duration, weather condition,

equipment used and monitoring results shall be recorded on the field data sheet

developed for the Project. Monitoring results are summarized in Section 5.

4.1.2 Monitoring Methodology and Calibration

Monitoring was undertaken to establish for 24-hour Total Suspended Particulates (TSP)

at three (3) monitoring locations in the vicinity of the Works Area in West Kowloon.

Monitoring of 24-hour TSP was carried out using a high volume sampler (HVS)

according to Part 50 Chapter 1 Appendix B, Title 40 of the Code of Federal Regulations

of the USEPA.

The sampling procedure follows to that described Part 50 Chapter 1 Appendix B, Title

40 of the Code of Federal Regulations of the USEPA. TSP is sampled by drawing air

through a conditioned, pre-weighed filter paper inside the high volume sampler at a

controlled rate. After 24-hour sampling the filter paper with retained particles shall be

collected and returned to HOKLAS accredited laboratory (ALS Technichem (HK) Pty

Ltd) for drying in a desiccators followed by accurate weighing. TSP levels are

calculated from the ratio of the mass of particulate retained on the filter paper to the

total volume of air sampled.

The flow rate of the high volume sampler with mass flow controller was calibrated

using an orifice calibrator. Initial calibration (five points) was conducted upon

installation and prior to commissioning. Calibration was carried out every six months.

The details of calibration are shown in Table 4-1. The samplers shall be properly

maintained. Prior to dust monitoring commencing, appropriate checks shall be made

to ensure that all equipment and necessary power supply are in good working condition.



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Monitoring

Station ID

Air Quality Monitoring

Station

HVS Serial

Number

Last Calibration

Date [1]

High Volume Sampler

CAM-1 Podium between Sorrento and

The Waterfront 515 16 December 2016

CAM-2 Podium next to Tower 3,

The Waterfront 1282 16 December 2016

CAM-3 Roof of Lift Building,

The Victoria Towers 528 16 December 2016

Orifice Calibrator

Serial Number Last Calibration Date

0438320 12 January 2016

Notes: [1] Next calibration date to be confirmed.

Table 4-1 Calibration details of HVS

4.1.3 Monitoring Location

According to the EM&A Manual, air quality monitoring was carried out at the locations

as shown in Table 4-1 above. The monitoring locations are illustrated in Appendix D.

4.1.4 Action and Limit Levels

With reference to the baseline monitoring results, the Action and Limit Levels for the

24-hour TSP monitoring derived are shown in Table 4-2. For reference purpose, the

Action and Limit Levels for 1-hr TSP monitoring are included, too.

Monitoring

Station ID

1-hour TSP Level in µµµµg/m3 24-hour TSP Level in µµµµg/m

3

Action Level Limit Level Action Level Limit Level

CAM-1 298.4 500 168.8 260

CAM-2 295.6 500 155.9 260

CAM-3 319.4 500 179.3 260

Table 4-2 Action and Limit Levels for Air Quality



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4.2 Air-borne Noise

4.2.1 Noise Parameters

In accordance to the EM&A Manual, construction air-borne noise monitoring shall be

conducted to obtain one set of 30-minute measurement at each monitoring station

between 0700 and 1900 hours on normal weekdays at a frequency of once per week

when construction activities are underway. The Leq, L10 and L90 were also recorded at

the specified interval.

4.2.2 Monitoring Methodology and Calibration

As referred to the Technical Memorandum (TM) issued under the NCO, sound level

meters in compliance with the International Electrotechnical Commission Publications

651: 1979 (Type 1) and 804: 1985 (Type 1) specifications shall be used for carrying out

the noise monitoring. Sound Level Meters Model B&K 2250, which complies with

the above-mentioned specifications, were used for construction noise monitoring.

Before and after each series of measurements, the accuracy of the sound level meter

should be checked by using an acoustic calibrator generating a known sound pressure

level at a known frequency. If the difference between the calibration levels obtained

before and after each series of noise measurements is less than 1.0 dB, then the

measurements could be considered as valid.

The sound level meters and calibrator are verified by the certified laboratory or

manufacturer at a regular interval to ensure they perform to the same level of accuracy

as stated in the manufacturer’s specifications. Details of the calibration record are

shown in Table 4-3 and Appendix H.

Monitoring Station ID

Noise Monitoring Location

Serial Number

Last Calibration Date

[1]

Sound Level Meters

CNM-1 Man Cheong Street

Refuse Station 2701816 23 January 2017

CNM-2 [2]

Tower 6, Sorrento N/A N/A

CNM-3 Podium next to Tower 3,

The Waterfront 2718888 2 September 2016

CNM-4 Tower 2, The Harbour

Side 2718886 17 June 2015



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Monitoring Station ID

Noise Monitoring Location

Serial Number

Last Calibration Date

[1]

Calibrator

Serial Number Last Calibration Date

N674902 23 March 2016

Notes: [1] Next calibration date to be confirmed.

[2] Due to the objection from the OC of Sorrento was received on 6-Aug-2014, monitoring at

Tower 6, Sorrento (CNM-2) has been temporarily suspended. Monitoring would be

resumed subject to an alternative location could be determined in the vicinity with consent.

Table 4-3 Calibration details of noise monitoring equipment

4.2.3 Monitoring Location

According to the EM&A Manual, air-borne noise monitoring was carried out at the

locations as shown in Table 4-3 above. The monitoring locations are illustrated in

Appendix D.

4.2.4 Action and Limit Levels

The Action and Limit Levels for the construction air-borne noise are shown in Table

4-4 below.

Time Period Action Limit

0700-1900 hours on

normal weekdays

When one documented

complaint is received 75 dB(A) for residential premises

70 dB(A) for school and 65 dB(A)

during examination period

Table 4-4 Action and Limit Levels for Air-borne Construction Noise



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5. MONITORING RESULT

5.1 Air Quality

The monitoring schedule is shown in Appendix E. Results of 24-hour TSP level and

the graphical presentation of monitoring results are shown in Appendix F. The

weather condition during the monitoring period is summarized in Appendix G.

In the reporting month, no exceedance was recorded at both 24-hour TSP Action and

Limit Levels. Actions stipulated under the Event and Action Plan (Table 3.3 of the

EM&A Manual) would be undertaken and the monitoring frequency would be

increased if exceedance is recorded.

5.2 Noise

The monitoring schedule is shown in Appendix E. Results of measured air-borne

noise level, in terms of Leq(30min) and graphical presentations are presented in Appendix

F. The weather condition during the monitoring period is summarized in Appendix G.

In the reporting month, no exceedance was recorded at air-borne noise Limit Levels.

Actions stipulated under the Event and Action Plan (Table 2.3 of the EM&A Manual)

would be undertaken if exceedance is recorded.

Apart from the above, no air-borne noise exceedance of Action Levels was recorded in


5.3 Waste Management

The quantities of waste disposed from the Project in the reporting month with the

previous 2 months were summarized in the following table:

Reporting Month

Inert C&D [1]

Materials

(tonnes)

Non-inert C&D [2]

Materials

(tonnes)

Chemical Waste

(litre) (kg)

Contract 810A [3]

November 2016 0 0 0 0



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Reporting Month

Inert C&D [1]

Materials

(tonnes)

Non-inert C&D [2]

Materials

(tonnes)

Chemical Waste

(litre) (kg)

December 2016 0 0 0 0

January 2017 0 0 0 0

Contract 810B [4]

November 2016 653.2 116.1 0 0

December 2016 789.5 112.3 0 0

January 2017 42.6 131.9 0 0

Contract 811B [5]

November 2016 150.9 0 0 0

December 2016 0 0 0 0

January 2017 0 0 0 0

Table 5-1 Summary of construction waste generated and disposed

Note:

[1]. Inert C&D materials include bricks, concrete, building debris, rubble and excavated soil.

[2]. Non-inert C&D materials include steel, paper / cardboard packaging waste, plastics and other

wastes such as general refuse.

[3]. Alternative disposal sites for inert C&D material from 810A include WENT Landfill and W300 in

D.D.438, Ngau Kok Wan, Tsing Yi.

[4]. Alternative disposal sites for inert C&D material from 810B include Central-Wan Chai Bypass

(Typhoon Shelter and HKCEC) and Zhongshan Torch Hi-Tech Zone.

[5]. Alternative disposal sites for inert C&D material from Contract 811B include Central-Wan Chai

Bypass, Contract HK12/02 CRIII, Lim Wan EPD Sludge Treatment Plant (EP/SP/58/08) and

Zhongshan Torch Hi-Tech Zone.

The cumulative quantities are summarized as follows.

Inert C&D

Materials

(tonnes)

Non-inert C&D

Materials

(tonnes)

Chemical Waste

(Litre) (Kg)

53,008.7 7,249.9 3,075 315



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6. SITE INSPECTION

Regular site inspections on all environmental aspects under the EM&A Manual were

attended by representatives from ET and Contractors. The site inspections were

carried out at 810A, 810B and 811B in West Kowloon and dates are shown in the

following table. In addition to the regular site inspections attended by ET and

Contractors, monthly IEC environmental audits attended by IEC, ET and Contractors

were held on 11 January 2017 in 810A, 11 January 2017 in 810B and 10 January 2017

in 811B.

Contract Date of Site Inspections

810A 5/1, 11/1, 19/1 and 25/1

810B 4/1, 11/1, 18/1 and 25/1

811B 3/1, 10/1, 17/1 and 23/1

Table 6-1 Date of site inspections in the reporting month

All observations have been recorded in the audit checklist and passed to the Contractor

together with the appropriate recommended mitigation measures where necessary.

The key observations from these site inspections and Contractor’s follow-up action are

summarized in Table 6-2 below. No non-compliance was observed.

Item Description Contractor’s Follow-up Action(s)

Undertaken

Contract 810A

1 Dry and dusty haul road was found

along the works area along Wui

Man Road.

The frontlines have been reminded to

spray water at haul road frequently

specially in the dry weather days.

Contract 810B

1 Stockpile was found without

proper cover or wetted

frequently at the works area

opposite to Austin Station.

The stockpile has been covered with

tarpaulin when not in use or at the end of

the working days.



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Item Description Contractor’s Follow-up Action(s)

Undertaken

Contract 811B

1 Dry and dusty haul road was found

along the works area adjacent Lin

Cheung Road.

The frontlines have been reminded to

spray water at haul road frequently

specially in the dry weather days.

Table 6-2 Summary of site inspections, recommendations and follow-up actions



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7. NON-COMPLIANCE AND DEFICIENCY

7.1 Summary of Complaint

For this reporting month, there was no environmental complaint referred from EPD.

There were a total of thirty-five (35) environmental complaints counted since the

commencement of the construction. The complaint would be handled in accordance to

the EM&A Manual and relevant parties including the Engineer’s Representative and

IEC when receive.

Apart from the above, as the Environmental Team (ET) of the Project, we will ensure

compliance of the requirements stated in the EM&A Manual and closely liaise with the

stakeholders to address any environmental concerns.

7.2 Summary of Exceedance

In the reporting month, no air-borne noise exceedances of Limit Levels were recorded.

Actions stipulated under the Event and Action Plan (Table 2.3 of the EM&A Manual)

would undertake if exceedance is recorded.

Apart from the above, no exceedance of air-borne noise Action Levels was recorded in


No exceedance of both 24-hr TSP Action and Limit Levels was recorded in the

reporting month. Actions stipulated under the Event and Action Plan (Table 3.3 of the

EM&A Manual) would be undertaken when exceedance is recorded.

7.3 Summary of Notification of Summons, Prosecutions, Non-compliance and Corrective

Actions

No notification of environmental warnings from EPD, no summons and no prosecutions

was received related to the Roadworks by MTRCL and the Contractors of 810A, 810B

and 811B in the reporting period.



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8. FUTURE KEY ISSUES

8.1 Construction Works in Coming Months

Works to be undertaken for the following month are summarized below. The works

presented below are tentative and subject to change in actual construction programme.

Contract Major Construction Activities

810A Cable detection and trial trench; Backfilling; Excavation;

Trimming of concrete footing; Traffic deck tie beam/ bracing

modification; Pre-boring for sheet pile; Sheet pile installation;

Temporary road diversion; Strut installation; Removal of culvert;

Pump test; Construction of LCR Lower Underpass Base and Wall;

Noise panels installation works and painting works

810B Sheet piling; Drainage work and Road diversion

811B Roadworks at Lin Cheung Road (LCR) southbound (S/B) and

Public Transport Interchange (PTI) landscaping deck (LD);

Remedial drainage works after Jordan Road Reinstatement; Lin

Cheung Road underpass Northbound (N/B) (northern section)

sheet pile pressing at pump sump; LCR underpass N/B (northern

section) excavation and reinforced concrete (RC) works; LCR

road and drainage works

Table 8-1 Summary of construction works in the coming month (February 2017)

According to the latest programme, civil construction would be continued in the coming

month. Impact monitoring would be continued according to the construction

programme.

8.2 Monitoring Schedule for Next Month

The tentative schedule of TSP and air-borne noise monitoring for the next reporting

period is presented in Appendix E.



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9. CONCLUSIONS

The Report presents the results of EM&A works and the impact monitoring for the

construction works of the Roadworks under the XRL project undertaken during the

period of 1 to 31 January 2017. The major construction activities in the reporting

period included excavation and piling works in the West Kowloon Works Areas for the

Roadworks.

Impact monitoring for air quality and air-borne noise were conducted in accordance

with the EM&A Manual in the reporting period. No exceedance of air-borne noise

Action and Limit Levels was recorded in the reporting month. No exceedance of both

24-hour TSP Action and Limit Levels was recorded in the reporting month.

For the reporting month, no environmental complaint related to the Roadworks was

referred from EPD. The complaint would be handled in accordance with the

procedures stipulated in the EM&A Manual with investigations when receive. Apart

from that, no warnings/non-compliances, no summons and no prosecutions were

received for Roadworks in the reporting month.

Site inspections were conducted regularly to monitor proper implementation of

environmental pollution control and mitigation measures for the Project. The ET

would continue the implementation of the environmental monitoring and audit

programme in accordance to the EM&A Manual and to a level consistent with

MTRCL's Corporate Sustainability Policy.

Appendix A

Works Area

WORKS AREA for ROAD WORKS

PROPOSED ROAD WORKS AT WEST KOWLOON

PROJECT DIVISION

Appendix B

Project Management Organization

and Contacts of Key Personnel

Title Name Telephone

Engineer’s Representative

Construction Manager

(Contract 810A) Mr. Nelson YEUNG 2829 2384


(Contract 810B) Mr. Ashley CALVET 2926 9098


(Contract 811B) Mr. Kit CHAN 2164 2988

Independent Environmental Checker

Independent Environmental Checker Mr. Eric CHING 2828 5825

Environmental Team

Environmental Team Leader Ms. Felice WONG 2688 1760

Contractors

Contract 810A

Principle Project Director Mr. Adrian CLAMP 3759 9810

Senior Environmental Officer Mr. Dominic FUNG 3759 9796

Contract 810B

Project Director Mr. Jeremy MATTERSON 2472 8050

Environmental Officer Ms. Diana LEE 2472 9509

Contract 811B

Project Manager Mr. Brian GOWRAN 2269 1517

Project Construction Manager Mr. Roger WONG 2269 1520

Environmental Officer Ms. Sammie CHAN 2269 1507

Appendix C

Implementation Status

Road Works at West Kowloon MTR Corporation Limited Environmental Monitoring and Audit Report No. 67

Implementation Schedule Page C-1

Appendix C IMPLEMENTATION SCHEDULE OF THE RECOMMENDED MITIGATION MEASURES FOR CONSTRUCTION PHASE

EIA Ref #

Environmental Protection Measures / Mitigation

Measures

Objectives of the Recommended Measures & Main Concern to Address

Who to implement the

measures?

When to implement the

measures? Implementation Status

Noise Control

3.53 – 3.54 The following quiet PME should be used:

• Pneumatic breaker (SWL=110dB(A))

• Tracked Excavator Fitted with Hydraulic Breaker (SWL=110dB(A))

• Truck Mixer (SWL=100dB(A))

• Tracked Crane (SWL=101dB(A))

• Dump Truck (SWL=103dB(A))

• Tracked Excavator/Loader (SWL=105dB(A))

• Dozer (SWL=111dB(A))

• Road Roller (SWL=101dB(A))

To reduce the construction air-borne noise impact.

Contractor Throughout the whole construction phase

Implement as per the construction programme.

3.55 Use of movable noise barriers, acoustic mats and acoustic sheds for excavator, hand-held pneumatic chipper and etc.



Movable noise barriers have been made and placed at the excavation zone or the works areas that will generate noise nuisance, if applicable.



EIA Ref #


Measures



measures?



3.57

Good Site Practice:

• Only well-maintained plant should be operated on-site and plant should be serviced regularly during the construction program;

• Silencers or mufflers on construction equipment should be utilized and should be properly maintained during the construction programme;

• Mobile plant, if any, should be sited as far from noise sensitive receivers (NSRs) as possible;

• Machines and plant (such as trucks) that may be in intermittent use should be shut down between work periods or should be throttled down to a minimum;

• Plant known to emit noise strongly in one direction should, wherever possible, be orientated so that the noise is directed away from the nearby NSRs; and

• Material stockpiles and other structures should be effectively utilized, wherever practicable, in


Contractor

Throughout the whole construction phase

Implemented as per construction programme.



EIA Ref #


Measures



measures?



3.57 screening noise from on-site construction activities




Air Quality Control

Table 4.6 The excavation and sandfill areas limited to 30% actively operating and complete watering coverage of these active areas eight times a day as recommended.




4.77

Implementation of dust suppression measures stipulated in the Air Pollution Control (Construction Dust) Regulation.

• Skip hoist for material transport should be totally enclosed by impervious sheeting.

• Every vehicle should be washed to remove any dusty materials from its body and wheels before leaving the construction site.

• The area where vehicle washing takes place and the section of the road between the washing facilities and the exit point should be paved with concrete, bituminous materials or hardcore.


Contractor


Implemented.



EIA Ref #


Measures



measures?



4.77

• Where a site boundary adjoins a road, streets or other accessible to the public, hoarding of not less than 2.4m high from ground level should be provided along the entire length except for a site entrance or exit.

• Every stack of more than 20 bags of cement should be placed in an area sheltered on the top and the 3 sides and be covered entirely by impervious sheeting.

• All dusty materials should be sprayed with water prior to any loading, unloading or transfer operation so as to maintain the dusty materials wet.

• The height from which excavated materials are dropped should be controlled to a minimum practical height to limit fugitive dust generation from falling and landing.

• The load of dusty materials carried by vehicle leaving a construction site should be covered entirely by clean impervious sheeting to


Contractor


Implemented.



EIA Ref #


Measures



measures?



4.77 ensure dust materials do not spread from the vehicle.

• Investigation of an environmental monitoring and auditing program to monitor the construction process in order to enforce controls and modify method of work if dusty conditions arise.



Implemented.

Water Quality Control

5.30 -5.42 General Construction Activities and Construction site run-off::

• The mitigation measures as outlined in the ProPECC PN 1/94 Construction Site Drainage should be adopted where applicable.

To control water quality impact from construction site runoff and general construction activities.


Implemented.

5.43

Effluent Discharge

• There is a need to apply to EPD for a discharge licence for discharge of effluent from the construction site under the WPCO. The discharge quality should meet the requirements specified in the discharge licence. Minimum distances of 100 m should be maintained between the discharge points of construction site


Contractor


Implemented.



EIA Ref #


Measures



measures?



5.43 effluent and the existing seawater intakes. If monitoring of the treated effluent quality from the works areas is required during the construction phase of the Project, the monitoring should be carried out in accordance with the relevant WPCO licence which is under the ambit of regional office (RO) of EPD.



Implemented.

5.44 Groundwater

• No contaminated groundwater is anticipated in the works areas. Appropriate measures will be deployed to minimize the intrusion of groundwater into excavation works areas. In case seepage of uncontaminated groundwater occurs, groundwater should be pumped out from the works areas and discharged into the storm system via silt removal facilities. Ground water from dewatering process should also be discharged into the storm system via silt traps.






EIA Ref #


Measures



measures?



5.45 -5.47

Accidental Spillage

• Contractor must register as a chemical waste producer if chemical wastes would be produced from the construction activities. The Waste Disposal Ordinance (Cap 354) and its subsidiary regulations in particular the Waste Disposal (Chemical Waste) (General) Regulation should be observed and complied with for control of chemical wastes.

• Any service shop and maintenance facilities should be located on hard standings within a bunded area, and sumps and oil interceptors should be provided. Maintenance of vehicles and equipment involving activities with potential for leakage and spillage should only be undertaken within the areas appropriately equipped to control these discharges.

• Disposal of chemical wastes should be carried out in compliance with the Waste Disposal Ordinance.


Contractor


Implemented.



EIA Ref #


Measures



measures?



5.45 -5.47 The Code of Practice on the Packaging, Labelling and Storage of Chemical Wastes published under the Waste Disposal Ordinance details the requirements to deal with chemical wastes. General requirements are given as follows:

� Suitable containers should be used to hold the chemical wastes to avoid leakage or spillage during storage, handling and transport.

� Chemical waste containers should be suitably labelled, to notify and warn the personnel who are handling the wastes, to avoid accidents.

� Storage area should be selected at a safe location on site and adequate space should be allocated to the storage area.



Implemented.

5.48 -5.49

Sewage Effluent from Construction Workforce

• Sufficient chemical toilets should be provided in the works areas. A licensed


Contractor


Implemented.



EIA Ref #


Measures



measures?



5.48 -5.49 waste collector should be deployed to clean the chemical toilets on a regular basis.

• Notices should be posted at conspicuous locations to remind the workers not to discharge any sewage or wastewater into the nearby environment. Regular environmental audit of the construction site will provide an effective control of any malpractices and can encourage continual improvement of environmental performance on site. It is anticipated that sewage generation during the construction phase of the project would not cause water pollution problem after undertaking all required measures.



Implemented.

Waste Management

6.47

All waste materials should be segregated into categories covering:

• Excavated materials suitable for reuse;

• Inert C&D materials for disposal off-site;

To implement on-site sorting facilitating reuse and recycling of materials as well as proper disposal of waste.

Contractor


Implemented.



EIA Ref #


Measures



measures?



6.47 • Non-inert C&D materials for disposal at landfills;

• Chemical waste; and

• General refuse.



Implemented.

6.50 Recommendations for good site practices during the construction activities include:

• Training of site personnel in, site cleanliness, proper waste management and chemical handling procedures;

• Provision of sufficient waste disposal points and regular collection of waste;

• Appropriate measures to minimize windblown litter and dust during transportation of waste by either covering trucks or by transporting wastes in enclosed containers;

• Regular cleaning and maintenance programme for drainage systems, sumps and oil interceptors; and

• Separation of chemical wastes for special handling and appropriate treatment.


Contractor


Implemented.



EIA Ref #


Measures



measures?



6.51

Recommendations for waste reduction measures include:

• Sorting of demolition debris and excavated materials from demolition works to recover reusable/ recyclable portions (i.e. soil, broken concrete, metal etc.);

• Segregation and storage of different types of waste in different containers, skips or stockpiles to enhance reuse or recycling of materials and their proper disposal;

• Encourage collection of aluminium cans by providing separate labelled bins to enable this waste to be segregated from other general refuse generated by the workforce;

• Proper storage and site practices to minimize the potential for damage or contamination of construction materials;

• Plan and stock construction materials carefully to minimize amount of waste generated and avoid unnecessary


Contractor





EIA Ref #


Measures



measures?



6.51 generation of waste; and

• Training should be provided to workers about the concepts of site cleanliness and appropriate waste management procedures, including waste reduction, reuse and recycle.




6.52 The Contractor should prepare and implement a Waste Management Plan (WMP) as a part of the Environmental Management Plan (EMP) in accordance with ETWB TCW No. 19/2005 which describes the arrangements for avoidance, reuse, recovery, recycling, storage, collection, treatment and disposal of different categories of waste to be generated from the construction activities.

To keep trace of the generation, minimization, reuse and disposal of C&D materials in the Project



6.58 Wheel wash facilities have to be provided before the trucks leave the works area. This can reduce the introduction of dust to the public road network.

To minimise the dust impact Contractor Throughout the whole construction phase

Implemented.

6.60

The waste delivered to landfill should not contain any free water or have water content more than 70% by weight. Concerning the requirement on the truck load of waste to

To meet the requirement for disposal at landfill

Contractor


Implemented.



EIA Ref #


Measures



measures?



6.60 landfill, the haulier must ensure suitable amount of waste would be loaded on different types of trucks used.



Implemented.

6.56 In order to monitor the disposal of C&D materials and to control fly-tipping at PFRFs or landfills, a trip-ticket system should be established in accordance with ETWB TCW No. 31/2004. A recording system for the amount of waste generated, recycled and disposed, including the disposal sites, should also be set up. Warning signs should be put up and close-circuited television should be installed at the vehicular accesses to remind the designated disposal sites and prevent fly-tipping.

To monitor disposal of waste and control fly-tipping


Implemented.

6.59 Wet spoil generated from the construction of pipe pile and diaphragm wall should be treated before disposal at PFRFs. With the agreement from Fill Management Department (FMD) of CEDD, wet spoil would be mixed with dry materials to reduce water content to less than 25% dry density before disposal, which reduce the impacts to the reception facilities.



Implemented.

6.61

If chemical wastes are produced at the construction site, the Contractor would be

To properly store the chemical waste within works areas

Contractor


Implemented.



EIA Ref #


Measures



measures?



6.61 required to register with the EPD as a chemical waste producer and to follow the guidelines stated in the Code of Practice on the Packaging, Labelling and Storage of Chemical Wastes.

To properly store the chemical waste within works areas


Implemented.

6.64 A trip-ticket system should be operated in accordance with the Waste Disposal (Chemical Waste) (General) Regulation to monitor all movements of chemical waste. The Contractor should employ a licensed collector to transport and dispose of the chemical wastes, to either the approved CWTC at Tsing Yi, or another licensed facility, in accordance with the Waste Disposal (Chemical Waste) (General) Regulation.

To monitor the generation, reuse and disposal of chemical waste


Implemented.

6.65 General refuse should be stored in enclosed bins or compaction units separate from C&D materials and chemical waste. A reputable waste collector should be employed by the contractor to remove general refuse from the site, separately from C&D materials and chemical wastes. Preferably, an enclosed and covered area should be provided to reduce the occurrence of wind blown light material.

To properly store and separate from other C&D materials for subsequent collection and disposal


Implemented.



EIA Ref #


Measures



measures?



6.66 The recyclable component of general refuse, such as aluminium cans, paper and cleansed plastic containers should be separated from other waste. Provision and collection of recycling bins for different types of recyclable waste should be set up by the Contractor. The Contractor should also be responsible for arranging recycling companies to collect these materials. The non-recyclable components should be collected by licensed collectors employed by the Contractor on daily basis to avoid any adverse impacts on storage of refuse, which would be disposed of at designated landfills.

To facilitate recycling of recyclable portions of refuse


Implemented.

6.67 The Contractor should carry out an education programme for workers in avoiding, reducing, reusing and recycling of materials generation. Posters and leaflets advising on the use of the bins should also be provided in the sites as reminders.

To raise workers’ awareness on recycling issue


Implemented.

Landscape and Visual Management

Table 7.4 • Topsoil, where identified, should be stripped and stored for re-use in the construction of the soft landscape works.

To minimize landscape and visual impacts during construction phase


Implemented.



EIA Ref #


Measures



measures?



Table 7.4 • Existing trees to be retained on site should be carefully protected during construction.

To minimize landscape and visual impacts during construction phase


Implemented.

• Tree unavoidably to be affected by the works should be considered for transplanting in accordance with ETWB TCW No. 3/2006 - Tree Preservation and maintained until end of the establishment period. Detailed tree transplanting proposal should be submitted to seek relevant government department's approval in detailed design stage.

• Compensatory tree planting provided to compensate for felled trees and maintained until end of the establishment period.

• Control of night-time lighting glare

• Erection of decorative screen hoarding compatible with the surrounding setting.

Appendix D

Monitoring Locations

›¥Podium

P

P

P

P

MiramarShoppingCentre

-Hotel Tower

ü‹R˜Ø-�s°–

GÀD

⁄⁄ä⁄⁄Œ°

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g°

E⁄sÀ

Tunnel Portal

Discovery Playground

China Hong Kong CityChinese Garden

Maze Garden

KOWLOON PARK

M

PO

PO

PO

POPO

F

18.3

29.630.8

4.67.8

27.94.5

11.2

26.6

27.4

19.1

22.2

11.229.0

25.8

10.7 21.4

23.84.4

18.7

15.85.0

5.2

10.636.7

22.821.9

19.1

17.3

21.4 14.5

12.2 4.8

6.824.6

5.4

19.819.6

20.119.2

12.620.2

5.4

6.0 9.7

18.9

4.3

17.8

6.119.1

12.1

5.517.43.7

20.5

18.3

10.95.2

20.77.07.2 19.1

9.1

18.211.7

LL

L

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H

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3.74.2

3.7

4.3

4.8

3.9

5.2

4.8

LL

LL

LL

L

P

P

ŁƒE⁄sÀü

–°fi

West KowloonWaterfront Promenade

Car Park

4.8

5.0

4.9

4.7

4.85.1

4.7

6.8

4.1

5.0

4.14.7

4.7

4.9

5.1

5.1

5.8

4.9

5.1

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L

L

L

L

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H

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L

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D„

Bicycle Track

Road

›¥

P

P

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Podium

VS

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@⁄K⁄K⁄

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Kam ShingBuilding

Tower 2

Annexof 1883 Building

1883 Building

Tower 1

ì⁄y

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Cricket Field

The Victoria Towers

WIP Feb 2009

WIP Feb 2009

WIP Feb 2009

WIP Feb 2009

CUL

EP

CUL

TunnelPortal

TunnelPortal

F

13.6

4.5

15.9

16.7

7.64.8

5.1

8.17.1

17.7

15.7

4.3

7.8

17.1

7.3

8.1

18.622.16.3

9.6

15.3

4.2

4.3

4.34.5

26.5

16.5

20.4

18.4

21.413.0

5.2

7.0

4.5

9.18.1

5.1

4.419.3

20.5

8.0

5.9 18.07.0 6.3

5.3

5.3 22.1

4.66.6

7.320.6

31.4

23.418.220.35.9

5.9

21.48.5

14.1

17.4

13.7

19.5

5.8

5.9 23.9

7.520.4

6.66.64.7

5.9

5.5

10.2

7.1 23.1

15.1

17.020.8

15.214.2

9.522.1

5.7

20.0

16.9

9.225.8

17.710.3

17.5

14.9

9.413.4

8.8

8.2

5.6 7.5

21.26.6

5.6 16.612.1

8.910.7

16.1

13.112.1

23.421.7

11.917.9

13.8

18.3

5.2 17.016.8

14.313.2

15.3

14.0

26.214.6

14.8 23.212.1

10.7

13.7

5.528.524.8

10.715.3

27.1

23.725.3

23.2 17.6

6.0

15.714.7

7.7

24.5

12.5 10.5

24.5

13.812.6

8.3

11.4

6.7 9.9

4.5

5.7

11.517.4

12.720.0

20.0

22.028.215.3

20.5

7.1

3.9

16.6

17.929.315.7

35.2

15.7

23.6

14.7

13.9

15.318.4 14.5

21.0

26.3

13.721.9

8.0

43.7

18.5

16.7

8.5

8.7

21.3

20.6

9.1

21.515.3

13.121.3

19.4

9.022.9

19.6

32.0

15.4

4.4 31.3

4.3

8.815.4

18.05.2

13.0

4.1

7.1 27.39.9

4.0

5.7 29.84.2

21.017.2

3.9

3.9

4.0

24.94.1 23.0

23.74.1

10.0

12.017.7 20.226.6 31.223.6

23.8 16.115.8

14.14.2

12.3

4.1

21.2

25.8

4.35.1 29.0 17.7

21.8 23.030.4

21.0

26.55.2

19.5

30.5

6.5 4.5

17.6

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VS

(Minibus Terminus under)

VS

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VSPodium

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VS

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E⁄s

˜†@

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[˘P

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Tower VI

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Tower I

Tower II

Startower

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UNION SQUARE

(1 AUSTIN ROAD WEST)

Bus Terminus

ESS

Car Park

Open Storage

WIP Feb 2009

WIP Feb 2009

WIP Feb 2009

WIP Feb 2009

WIP Dec 2008

CUL

PO

PO

PO

POPO

PO

PO

30.4

4.6

18.0

5.413.5

5.4

12.0

4.55.0

29.25.4 28.9

15.3

5.3

4.9 29.2

18.0

5.6

12.5

4.723.5

4.6

4.3

6.4

25.4

4.6

4.829.3

23.4

29.2

29.330.1

5.523.4

28.9 25.530.1

6.5

57.05.1

32.3

23.6

24.4 5.323.514.2 48.3 30.4

25.6

23.6 32.1

28.6

38.023.4

5.6

24.1

57.0

13.6

4.8

6.5

23.7

23.637.5

23.5

23.4

28.824.3

5.0

23.6 5.9

29.1

29.124.1

33.013.9

24.424.5

28.7 24.4

13.9

25.0

5.4 5.3

23.4

32.2

25.3

28.824.623.5

23.4

29.114.1

29.1

5.714.0

5.55.1

24.124.7

23.6

14.1 29.024.9

5.6

26.6

5.15.024.9

24.9

33.613.838.0

23.1 25.8

19.5

29.1 24.9

23.3 24.0

5.1

24.0

38.0

33.3

24.9

5.35.2

5.2

29.4

24.9

5.3

5.8

5.613.3 5.8 5.6

8.0

7.07.3

5.06.5

5.1

5.8

14.2 8.4

5.3

7.1

7.312.4

8.2

5.1

5.0

5.1

4.1

4.3

5.04.8

4.9

5.0

4.45.1

4.4

5.0

5.1

4.8

5.2

4.7

4.2

5.5

4.8

4.7

4.9

3.5

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˘⁄T

CUL

CUL

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WT

M

F

F

F

4.8

4.1

8.94.0

18.1

66.1 66.1

60.5

33.88.5

5.14.8

62.3

4.2

34.825.9

6.7

4.0

3.9

59.0

7.921.5

55.8

8.4

34.3

3.7

8.0

7.95.6

20.5

5.1

20.9

4.812.8

32.7

15.74.3

8.8

35.014.3

4.1 13.4

3.47.0

20.3

19.5

18.6

16.27.4

11.6

4.030.0

19.26.0

13.8

18.8

11.4

3.55.0

4.2

9.1

4.1

4.023.7

36.8

19.83.7

9.1

19.76.0

11.1

19.811.2

4.9

19.64.24.3

19.726.7

28.6

25.925.6

5.1

4.5

3.6

3.714.8

15.0

5.914.33.8

19.719.7

4.0

19.6

19.64.1

20.1

4.2

15.2

8.4

14.219.3 17.94.4

19.7

4.4

4.9

13.6

5.5

19.65.9

19.3

19.4

15.17.06.6 14.5

8.7

20.14.0 19.9

3.1

5.34.0

11.1

4.2

14.8

4.4

7.2

3.8

7.0

7.120.9

4.7

20.4

5.23.9

5.5

15.1

4.0

45.3

4.1

9.120.8

7.5

21.615.4

7.417.7 20.512.1

7.44.2

4.2

12.5

20.0

19.6

15.720.3

10.89.2

3.94.6

7.8 8.0

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9.516.2

5.23.9 7.7

5.48.0

6.8

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4.313.5

8.04.7

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6.5

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Man Cheong StreetCommunity Garden

ESS

GT

CUL

WIP Dec 2008

WIP Dec 2008

WIP Dec 2008

WIP Dec 2008

CUL

CUL

WIP Feb 2009

4.6

4.92.9 4.7

6.3

4.6

8.2

4.0

2.7

5.2

5.6

4.8

13.4

3.9

3.3

9.4

4.25.4

4.8

11.9

4.9

9.8

4.9

4.4

9.7

10.8

12.7

10.4

5.010.2

6.2

5.1

13.613.4

11.69.8

5.3

3.8

13.3

5.9

4.18.6

4.94.0

4.4

12.1

5.0

5.87.5

4.3

5.55.9

9.6

4.45.4

5.3

4.5

4.9

39.7

4.66.0

5.5

7.2

8.3

5.75.6

5.25.4

6.0

4.8

5.53.3

5.2

7.1

4.4

6.4

5.3

5.66.9

4.4

6.45.8

5.8

5.9

3.7

5.4

5.5

6.4

5.6

3.8

5.1

3.7

4.7 5.8

6.2

12.1 5.8

3.7

6.6

6.96.0

12.93.6

5.9

5.3

13.3

5.3

3.8

6.012.8 5.6

14.2

14.1

14.413.9

14.06.5

6.2

13.914.0

3.6

4.6

11.3

7.0

4.8

9.7

8.1

3.7

3.55.4

8.1

6.2

5.5

3.9

3.9

6.84.013.9

5.3

4.34.35.9

4.5

4.4

5.7

4.4

5.8

5.3

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—˜ô⁄â

s•o“´‡a

æ‡fi

NEW YAU MA TEITYPHOON SHELTER

West Kowloon Waterfront Promenade

ESS

Cycling Ground

üfi

6.2

4.8

4.8

5.2

4.3

5.8 4.7

5.0

4.8

4.3

5.55.7

4.8

4.8

4.8

4.2

4.6

5.6

5.9

4.6

5.7

4.34.3

4.3

4.4

4.2

4.3

4.24.5

5.6

6.2

5.65.6

4.45.5

5.6

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4.2

3.2

4.3

6.4

6.3

4.6

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5.8

4.4

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-2.5

4.7

4.8

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L

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NEW YAU MA TEITYPHOON SHELTER

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˚¤h⁄f‹

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(Service Reservoir Under)

King’s Park Meteorological Station

WIP Dec2008

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4.0

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A

AE

DRAWING NO.SCALE

TITLE

REV.

DESCRIPTIONREV BY DATE

DRAWN

DESIGNED

CHECKED

APPROVED

DATE

DO NOT SCALE DRAWINGS. ALL DIMENSIONS SHALL BE

VERIFIED ON SITE.

MTR CORPORATION LIMITED 2008 COPYRIGHT IN

RESPECT OF THIS DRAWING / DOCUMENT IS OWNED BY THE

MTR CORPORATION LIMITED OF HONG KONG. NO

REPRODUCTION OF THE DRAWING / DOCUMENT OR ANY PART

BY WHATEVER MEANS IS PERMITTED WITHOUT THE PRIOR

WRITTEN CONSENT OF THE MTR CORPORATION LIMITED.DESCRIPTIONREV BY DATEAPPROVED APPROVED

ORIGINATOR

CADD REF.

PROJECTS DIVISION

EXPRESS RAIL LINK

SUSTAINABILITY DEVELOPMENTDEPARTMENT

LEGEND:

30

METRES

0

6000

60 90

1 :

120 150 30

METRES

0

6000

60 90

1 :

120 150

A1 _

ORIGINAL CONSTRUCTION NOISE

MONITORING LOCATIONS

ALTERNATIVE NOISE

MONITORING LOCATION

FIRST DRAFT YCC 05MAY11

LEGEND:

OU

R(A)

SITE D

R(A)2

SITE C

R(A)2

CNM - 1

CNM - 2

CNM - 3

CNM - 4

*

* CNM - 1

*CNM3

kttam

Text Box

(Temporarily suspended)

Appendix E

Monitoring Schedule

Roadworks at West Kowloon - Construction Impact Monitoring

Actual Construction Dust (24-hr TSP) and Air-borne Noise Impact Monitoring Schedule - January 2017

Notes: TSP denotes Total Suspended Particulates

* denotes that the noise monitoring at CNM-2 has been temporarily suspended since objection was received from the OC of Sorrento

Sunday Monday Tuesday Wednesday Thursday Friday Saturday

1 2 3 4 5 6 7

8 9 10 11 12 13 14

15 16 17 18 19 20 21

22 23 24 25 26 27 28

29 30 31

* 24-hr TSP impact monitoring for AM3 were suspected on 4 July 2011, 9 July 2011, 15 July 2011 and 21 July 2011 due to termination of power supply on site

CAM-1, CAM-2, CAM-3

Jan-2017

CNM-1, CNM-3, CNM-4 CAM-1, CAM-2, CAM-3

CNM-1, CNM-4

CAM-1, CAM-2, CAM-3

CNM-1, CNM-4

CNM-3

CNM-3 CAM-1, CAM-2, CAM-3


G:\env\project\Jordan\others\Schedule\App E - Air Noise Schedule_January 2017\2017-01

Roadworks at West Kowloon - Construction Impact Monitoring

Tentative Construction Dust (24-hr TSP) and Air-borne Noise Impact Monitoring Schedule - February 2017

Notes: TSP denotes Total Suspended Particulates

* denotes that the noise monitoring at CNM-2 has been temporarily suspended since objection was received from the OC of Sorrento

Sunday Monday Tuesday Wednesday Thursday Friday Saturday

1 2 3 4

5 6 7 8 9 10 11

12 13 14 15 16 17 18

19 20 21 22 23 24 25

26 27 28

* 24-hr TSP impact monitoring for AM3 were suspected on 4 July 2011, 9 July 2011, 15 July 2011 and 21 July 2011 due to termination of power supply on site

CNM-1, CNM-3, CNM-4

CAM-1, CAM-2, CAM-3 CNM-1, CNM-3, CNM-4 CAM-1, CAM-2, CAM-3

Feb-2017


CNM-1, CNM-3, CNM-4

CAM-1, CAM-2, CAM-3

CAM-1, CAM-2, CAM-3

G:\env\project\Jordan\others\Schedule\App E - Air Noise Schedule_February 2017\2017-02

Appendix F

Graphical Plots of

Monitoring Results

APPENDIX F: Air Quality Monitoring Results - 24-hour TSP Monitoring

- CAM-1 - CAM-2

24-hour TSP

Monitoring

Results

Action

Level

Limit

Level

24-hour TSP

Monitoring

Results

Action

Level

Limit

Level

(µg/m3) (µg/m

3) (µg/m

3) (µg/m

3) (µg/m

3) (µg/m

3)

05-Jan-17 18.5 168.8 260.0 05-Jan-17 66.6 155.9 260.0

11-Jan-17 56.9 168.8 260.0 11-Jan-17 92.4 155.9 260.0

17-Jan-17 59.0 168.8 260.0 17-Jan-17 56.9 155.9 260.0

23-Jan-17 90.4 168.8 260.0 23-Jan-17 93.7 155.9 260.0

27-Jan-17 56.1 168.8 260.0 27-Jan-17 58.1 155.9 260.0

- CAM-3

24-hour TSP

Monitoring

Results

Action

Level

Limit

Level

(µg/m3) (µg/m

3) (µg/m

3)

05-Jan-17 49.0 179.3 260.0

11-Jan-17 80.8 179.3 260.0

17-Jan-17 79.2 179.3 260.0

23-Jan-17 86.9 179.3 260.0

27-Jan-17 54.0 179.3 260.0

Remark: 1. Bold value indicated an Action level exceedance

2. Bold & Italic value indicated an Limit level exceedance

Date

DateDate

APPENDIX

DATEHong Kong Section of Guangzhou-Shenzhen-Hong Kong

Express Rail Link

Graphical Presentation of 24-hour TSP Monitoring

Results for Location CAM-1, CAM-2 and CAM-3

Jan-17

F

0.0

50.0

100.0

150.0

200.0

250.0

300.0

Con

cen

trat

ion

µg/m

3

Date

CAM-2CAM-2

Action Level: 155.9 µg/m3

Limit Level: 260.0 µg/m3

0.0

50.0

100.0

150.0

200.0

250.0

300.0

Con

cen

trat

ion

µg/m

3

Date

CAM-1CAM-1



0.0

50.0

100.0

150.0

200.0

250.0

300.0

Con

cen

trat

ion

µg/m

3

Date

CAM-3CAM-3



APPENDIX F: Noise Monitoring Results

- CNM-1 - CNM-2 [b]

Noise

Monitoring

Results

Limit Level

Noise

Monitoring

Results

Limit Level

Leq, dB(A) Leq, dB(A) Leq, dB(A) Leq, dB(A)

04-Jan-17 66 75 N - - - -

11-Jan-17 67 75 N - - - -

18-Jan-17 66 75 N - - - -

25-Jan-17 66 75 N - - - -

- CNM-3 [a] - CNM-4

Noise

Monitoring

Results

Limit Level

Noise

Monitoring

Results

Limit Level

Leq, dB(A) Leq, dB(A) Leq, dB(A) Leq, dB(A)

04-Jan-17 75 75 N 04-Jan-17 70 75 N

10-Jan-17 74 75 N 11-Jan-17 72 75 N

19-Jan-17 74 75 N 18-Jan-17 71 75 N

25-Jan-17 75 75 N 25-Jan-17 71 75 N

Note:

Sorrento.

[a]. Facade correction of +3dB(A) would be added to the results taken at CNM-3 due to free-field noise measurements.

Date Exceedance?Date Exceedance?

Date Exceedance? Date Exceedance?

[b]. Noise monitoring has been temporarily suspended from 25-Aug-2014 since objection has been received from the OC of

Min 0 0 0

75

75

75

DATE

APPENDIX

Hong Kong Section of Guangzhou-Shenzhen-Hong Kong

Express Rail Link

Graphical Presentation of Noise Monitoring Results for

Locations CNM-1, CNM-3 & CNM-4

Jan-17

F

55

60

65

70

75

80

85

90

Leq

(d

B(A

))

Date

CNM-1CNM-1

Limit Level: 75dB(A)

55

60

65

70

75

80

85

90

Leq

(d

B(A

))

Date

CNM-3CNM-3


55

60

65

70

75

80

85

90

Leq

(d

B(A

))

Date

CNM-4CNM-4


Appendix G

Meteorological Data

EXTRACT OF METEOROLOGICAL OBSERVATIONS FOR HONG KONG,

JANUARY 2017 (Table 1)

Date

JANUARY

Mean

Pressure

(hPa)

Air Temperature Mean

Dew Point

Temperature

(deg. C)

Mean

Relative

Humidity

(%)

Mean

Amount

of

Cloud

(%)

Total

Rainfall

(mm)

Maximum

(deg. C)

Mean

(deg. C)

Minimum

(deg. C)

1 1021.7 20.8 19.2 18.4 15.6 80 72 -

2 1020.2 23.3 20.2 18.4 16.7 81 28 -

3 1019.8 21.3 20.0 18.9 17.1 83 56 -

4 1018.7 21.7 19.9 18.7 16.3 80 51 -

5 1016.9 23.4 21.1 18.9 17.5 80 61 -

6 1015.1 25.0 21.6 19.7 17.8 80 43 -

7 1013.9 22.8 21.1 19.7 17.3 79 68 -

8 1013.4 25.5 22.6 20.5 18.1 76 50 -

9 1016.3 21.8 20.6 19.7 16.7 78 66 -

10 1018.1 20.5 19.4 18.8 15.7 79 72 -

11 1018.1 19.7 19.1 18.2 15.4 80 86 -

12 1015.5 20.3 19.0 16.9 15.7 81 93 Trace

13 1015.7 17.1 15.9 15.1 13.1 84 88 0.5

14 1017.9 16.5 15.7 14.5 13.5 87 92 1.0

15 1020.5 16.8 15.5 14.3 13.0 85 100 1.5

16 1020.4 17.4 16.3 14.7 12.9 80 93 0.4

17 1021.1 19.2 18.0 16.7 13.7 76 88 -

18 1021.2 20.0 18.9 18.0 16.5 86 88 Trace

19 1020.1 24.1 20.4 18.7 17.6 85 76 -

20 1022.4 20.6 18.3 16.2 12.3 69 51 Trace

21 1025.3 19.0 16.7 14.6 10.6 67 35 -

22 1026.1 19.8 16.4 13.6 7.9 58 9 -

23 1025.7 19.4 16.8 15.2 11.4 71 61 -

Date

JANUARY

Mean

Pressure

(hPa)

Air Temperature Mean

Dew Point

Temperature

(deg. C)

Mean

Relative

Humidity

(%)

Mean

Amount

of

Cloud

(%)

Total

Rainfall

(mm)

Maximum

(deg. C)

Mean

(deg. C)

Minimum

(deg. C)

24 1025.4 18.9 17.0 15.7 11.9 72 79 -

25 1025.5 20.9 17.5 15.9 13.3 76 42 -

26 1024.3 19.8 17.3 16.2 12.8 75 45 -

27 1022.6 21.3 17.5 14.4 11.3 69 13 -

28 1018.6 18.8 17.3 16.4 13.5 79 78 0.3

29 1016.6 21.5 19.1 18.1 17.0 88 88 2.4

30 1018.2 23.4 20.2 17.4 18.4 90 88 1.2

31 1020.2 17.6 16.7 15.9 14.6 87 88 0.5

Mean/Total 1019.8 20.6 18.5 17.0 14.7 79 66 7.8

Normal* 1020.3 18.6 16.3 14.5 11.4 74 61 24.7

Station Hong Kong Observatory

EXTRACT OF METEOROLOGICAL OBSERVATIONS FOR HONG KONG,

JANUARY 2017 (Table 2)

Date

JANUARY

Number of hours

of Reduced

Visibility#

(hours)

Total

Bright

Sunshine

(hours)

Daily

Global

Solar

Radiation

(MJ/m2)

Total

Evaporation

(mm)

Prevailing

Wind

Direction

(degrees)

Mean

Wind

Speed

(km/h)

1 0 4.6 12.07 1.8 060 34.2

2 0 9.3 16.53 1.9 070 17.7

3 5 3.8 8.57 1.7 070 26.1

4 0 6.3 13.64 2.0 070 27.7

5 0 1.7 8.29 1.2 040 14.3

6 6 9.1 16.28 2.5 040 20.0

7 2 7.3 15.62 2.3 060 20.8

Date

JANUARY

Number of hours

of Reduced

Visibility#

(hours)

Total

Bright

Sunshine

(hours)

Daily

Global

Solar

Radiation

(MJ/m2)

Total

Evaporation

(mm)

Prevailing

Wind

Direction

(degrees)

Mean

Wind

Speed

(km/h)

8 16 8.2 14.42 2.5 030 6.8

9 3 3.1 8.17 2.2 070 23.3

10 0 5.9 12.79 2.5 070 36.6

11 13 1.7 7.40 1.2 070 37.8

12 15 - 2.73 1.4 070 28.0

13 0 - 2.65 0.7 010 22.9

14 0 - 3.86 1.4 050 29.8

15 0 - 3.81 1.0 020 29.3

16 0 1.5 7.86 1.8 070 35.5

17 2 1.9 9.90 1.4 070 37.3

18 1 - 4.03 2.0 060 24.2

19 8 6.9 15.47 3.2 060 12.8

20 0 9.7 17.29 3.4 010 26.9

21 6 8.1 15.79 3.0 020 20.2

22 0 9.8 17.67 2.4 020 18.8

23 3 8.3 15.80 2.4 070 33.0

24 0 7.1 14.64 2.6 070 43.0

25 0 9.8 17.33 2.1 070 30.7

26 0 9.1 17.29 2.4 080 27.4

27 0 10.0 19.16 2.2 060 18.8

28 0 0.7 7.26 0.9 060 30.4

29 0 0.6 7.75 0.9 050 28.2

30 1 0.6 6.82 1.5 040 22.8

31 0 - 3.29 0.9 070 34.3

Mean/Total 81 145.1 11.10 59.4 070 26.4

Date

JANUARY

Number of hours

of Reduced

Visibility#

(hours)

Total

Bright

Sunshine

(hours)

Daily

Global

Solar

Radiation

(MJ/m2)

Total

Evaporation

(mm)

Prevailing

Wind

Direction

(degrees)

Mean

Wind

Speed

(km/h)

Normal* 239.8§ 143.0 10.17 71.3 060 25.3

Station Hong Kong

International Airport King's Park Waglan Island

The minimum pressure recorded at the Hong Kong Observatory was 1011.2 hectopascals at 1519 HKT on 8

January.

The maximum air temperature recorded at the Hong Kong Observatory was 25.5 degrees C at 1321 HKT on 8

January.

The minimum air temperature recorded at the Hong Kong Observatory was 13.6 degrees C at 0741 HKT on 22

January.

The maximum gust peak speed recorded at Waglan Island was 65 kilometres per hour from 080 degrees at

2121 HKT on 30 January.

The maximum 1-minute mean rainfall rate recorded at King's Park was 18 millimetres per hour at 1521 HKT

on 29 January.

# Reduced visibility refers to visibility below 8 kilometres when there is no fog, mist, or precipitation.

- The visibility readings at the Hong Kong International Airport are based on hourly observations by

professional meteorological observers in 2004 and before, and average readings over the 10-minute

period before the clock hour of the visibility meter near the middle of the south runway from 2005

onwards. The change of the data source in 2005 is an improvement of the visibility assessment

using instrumented observations following the international trend.

- Before 10 October 2007, the number of hours of reduced visibility at the Hong Kong International

Airport in 2005 and thereafter displayed in this web page was based on hourly visibility observations

by professional meteorological observers. Since 10 October 2007, the data have been revised using

the average visibility readings over the 10-minute period before the clock hour, as recorded by the

visibility meter near the middle of the south runway.

^ In case the data are not available from Waglan Island, observations of Cheung Chau or other nearby

weather stations will be incorporated in computing the Prevailing Wind Direction and Mean Wind

Speed.

* 1981 – 2010 Climatological Normal, unless otherwise specified

§ 1997 – 2016 Mean value

Appendix H

Calibration Certificate of

Sound Level Meter

Documents

17 February 2017